RoarkTable17(Ring)

February 3, 2017 | Author: tekstep7 | Category: N/A
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Short Description

Roark Table Ring Calculation...

Description

4219112

PROJECT NO. PHASE/CTR ACTIVITY

NRPOD Tapti Expansion Project TCPP Deck Ring Stiffener Design

PROJECT SUBJECT

FILE OF 1

SHEET

5

FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17 REVISION

DATE

BY

CHECKED

A

Mar-05

TCS

TW

APPROVED

bfo

REVISION

DATE

BY

CHECKED

APPROVED

tfo see detail

Qtyo

two hwo btub

ttub

OD

dtotal

twi OD

hwi tfi

Qtyi

bfi

Description

Units

Diameter

Tubular

OD

mm

914.00

b or h

mm

182.15

t Fy

mm

30.00

Yield Stress

MPa

345.00

Quantity

Qty

nos

Width or Height Thickness

F

u

2.000

0.300

Outer Stiffener Web

0.60 Fy 0.60 Fy

20.00

Fv =

345.00

AMOD =

0.40 Fy 1.000

1 G

MPa

Direct Stress

Maximum Unity Check 1.711

205000.0

82000.0

Shear Stress

0.834

Outer Stiffener

Units

Tubular

A Atotal

mm2

5.464E+03

Shear Area

Av

mm2

Section Modulus

S

6.280E+05

3.072E+05

Distance to Extreme Fiber

427.00

660.00

Allowable Axial Stress

r Fa

mm3 mm MPa

207.00

Allowable Bending Stress

Fb

MPa

Allowable Shear Stress

Fv

MPa

Rc

rn mm

491.7

483.0

a

b 0.091

Inner Stiffener

Web

Flange

Web

Flange

4.060E+03

0.000E+00

0.000E+00

0.000E+00

3.072E+05

6.280E+05

6.280E+05

660.00

427.00

427.00

207.00

0.00

0.00

0.00

207.00

207.00

0.00

0.00

0.00

138.00

138.00

0.00

0.00

0.00

mm2

0.018

Flange Fa = Fb =

E

Section Area

Web

203.00

MPa

Description

mm

Inner Stiffener

Flange

9.524E+03 4.060E+03

Minimum and Maximum Forces, Stresses and Unity Checks fb(fi) fb(wi) fb(tub) fb(wo) M N V Dx deg kN.m kN kN MPa MPa MPa MPa -55.8 -705.3 -137.6 0.0 0.0 -88.9 -316.4 110.00 deg 230.00 deg 85.00 deg 0.00 deg 0.00 deg 110.00 deg 180.00 deg 5.00 97.2 53.6 467.3 0.0 0.0 154.8 181.8 180.00 deg 5.00 deg 200.00 deg 0.00 deg 0.00 deg 180.00 deg 110.00 deg

fb(fo) fa fdirect fv UCcritical UCv MPa MPa MPa MPa 0.0 -74.1 -354.2 -33.9 0.079 0.012 0.00 deg 230.00 deg 180.00 deg 85.00 deg 40.00 deg 325.00 deg 0.0 5.6 116.2 115.1 1.711 0.834 0.00 deg 5.00 deg 90.00 deg 200.00 deg 180.00 deg 200.00 deg

Sheet 1 of 5

4219112

PROJECT NO. PHASE/CTR ACTIVITY

NRPOD Tapti Expansion Project TCPP Deck Ring Stiffener Design

PROJECT SUBJECT

FILE OF 2

SHEET

5

FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17 REVISION

DATE

BY

CHECKED

A

Mar-05

TCS

TW

APPROVED

REVISION

DATE

W W/2

W/2 q

BY

CHECKED

W 2 cos q

W 2 cos q

q

q

W

W

q

W

LoadType 4

LoadType 1

LoadType 5

x

x

q

q

q

x

q

q

q

W

W

W

w

W 2R sin q

w

W R sin q

w

LoadType 9

LoadType 8

APPROVED

W 2R sin q

LoadType 12

W W

v MA f

x

NA

q

VA

N

M V

A x

R D

B

C v W LoadType 18

LoadType 20

Sheet 2 of 5

PROJECT NO.

4219112

PHASE/CTR ACTIVITY

NRPOD Tapti Expansion Project TCPP Deck Ring Stiffener Design

PROJECT SUBJECT

FILE OF 3

SHEET

5

FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17 REVISION

DATE

BY

CHECKED

A

Mar-05

TCS

TW

Combine Roark's case : LdType Loads (kN) Orientation 8 1308.8 0.00

x deg 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200

q (deg) 162.81

20

1308.8

0.00

18

5.2

180.00

11.36

8

428.1

90.00

162.81

20

428.1

90.00

18

-34.9

270.00

11.36

8

172.3

270.00

162.81

20

172.3

270.00

18

9.2

90.00

11.36

8

428.7

180.00

162.81

20

428.7

180.00

18

16.2

0.00

M kN.m 56.3 55.0 50.8 44.3 35.8 27.1 18.5 10.0 1.8 -6.0 -13.3 -20.1 -26.1 -31.4 -35.8 -39.3 -42.4 -45.2 -47.7 -50.7 -53.4 -55.1 -55.8 -54.8 -51.8 -46.8 -39.6 -30.4 -19.0 -5.5 10.2 27.9 47.6 68.5 84.6 94.3 97.2 92.9 81.8 64.5 42.6

N kN 52.8 53.6 40.9 19.4 -5.7 -26.1 -48.4 -72.6 -98.2 -125.2 -153.2 -181.8 -210.8 -239.8 -268.4 -293.5 -318.5 -343.9 -371.8 -404.2 -438.2 -471.0 -501.2 -524.7 -543.9 -558.4 -567.9 -572.2 -571.1 -564.4 -552.0 -533.9 -510.0 -459.4 -399.4 -365.2 -359.3 -382.7 -434.2 -511.0 -577.7

V kN -60.1 -36.7 -12.6 26.6 16.3 -17.0 -47.1 -73.5 -95.8 -113.5 -126.3 -134.0 -136.4 -133.4 -125.0 -121.5 -136.1 -137.6 -134.2 -99.4 -60.2 -8.3 24.6 51.4 82.2 116.8 154.8 195.8 239.2 284.7 331.6 379.3 427.3 396.2 250.2 100.8 -51.8 111.0 270.5 426.4 467.3

APPROVED

f (deg)

11.36

REVISION

DATE

Combine Roark's case : LdType Loads Orientation

BY

q (deg)

CHECKED

APPROVED

f (deg)

348.64

348.64

348.64

348.64

fb(fi)

fb(wi)

fb(tub)

fb(wo)

fb(fo)

MPa 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MPa 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MPa 89.7 87.6 80.9 70.6 57.0 43.1 29.4 16.0 2.9 -9.5 -21.2 -31.9 -41.6 -50.0 -57.0 -62.6 -67.6 -71.9 -75.9 -80.8 -85.0 -87.7 -88.9 -87.3 -82.5 -74.5 -63.1 -48.4 -30.2 -8.7 16.2 44.4 75.8 109.0 134.7 150.2 154.8 147.9 130.3 102.7 67.9

MPa -183.3 -179.0 -165.4 -144.3 -116.6 -88.2 -60.1 -32.6 -6.0 19.4 43.3 65.3 85.1 102.3 116.6 128.0 138.2 147.1 155.3 165.2 173.7 179.4 181.8 178.4 168.6 152.2 129.0 98.9 61.8 17.8 -33.1 -90.8 -154.9 -222.8 -275.3 -307.0 -316.4 -302.5 -266.4 -210.1 -138.8

MPa 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

fa MPa 5.5 5.6 4.3 2.0 -0.6 -2.7 -5.1 -7.6 -10.3 -13.1 -16.1 -19.1 -22.1 -25.2 -28.2 -30.8 -33.4 -36.1 -39.0 -42.4 -46.0 -49.5 -52.6 -55.1 -57.1 -58.6 -59.6 -60.1 -60.0 -59.3 -58.0 -56.1 -53.5 -48.2 -41.9 -38.3 -37.7 -40.2 -45.6 -53.7 -60.7

fdirect MPa -177.7 -173.4 -161.1 -142.3 -117.2 -90.9 -65.2 -40.2 -16.3 -22.6 -37.2 -51.0 -63.7 77.1 88.4 97.1 104.7 111.0 116.2 -123.2 -131.0 -137.2 -141.5 -142.4 -139.6 -133.1 -122.7 -108.5 -90.2 -68.0 -91.1 -146.8 -208.4 -271.1 -317.2 -345.3 -354.2 -342.6 -312.0 -263.7 -199.5

fv MPa -14.8 -9.0 -3.1 6.6 4.0 -4.2 -11.6 -18.1 -23.6 -27.9 -31.1 -33.0 -33.6 -32.9 -30.8 -29.9 -33.5 -33.9 -33.1 -24.5 -14.8 -2.1 6.0 12.7 20.3 28.8 38.1 48.2 58.9 70.1 81.7 93.4 105.2 97.6 61.6 24.8 -12.8 27.3 66.6 105.0 115.1

UCcritical 0.859 0.838 0.778 0.687 0.566 0.439 0.315 0.194 0.079 0.109 0.180 0.246 0.308 0.373 0.427 0.469 0.506 0.536 0.561 0.595 0.633 0.663 0.684 0.688 0.674 0.643 0.593 0.524 0.436 0.328 0.440 0.709 1.007 1.310 1.532 1.668 1.711 1.655 1.507 1.274 0.964

UCv 0.107 0.065 0.022 0.047 0.029 0.030 0.084 0.131 0.171 0.203 0.225 0.239 0.244 0.238 0.223 0.217 0.243 0.246 0.239 0.177 0.107 0.015 0.044 0.092 0.147 0.209 0.276 0.349 0.427 0.508 0.592 0.677 0.763 0.707 0.447 0.180 0.093 0.198 0.483 0.761 0.834

Sheet 3 of 5

4219112

PROJECT NO. PHASE/CTR ACTIVITY PROJECT SUBJECT

NRPOD Tapti Expansion Project TCPP Deck Ring Stiffener Design

FILE OF 4

SHEET

5

FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17 REVISION

DATE

BY

CHECKED

A

Mar-05

TCS

TW

205 210 215 220 225 230 235 240 245 250 255 260 265 270 275 280 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360

22.2 4.0 -11.7 -24.9 -35.5 -43.5 -48.8 -51.6 -51.7 -49.3 -44.8 -40.5 -37.8 -35.8 -32.2 -29.6 -29.0 -29.3 -28.3 -25.9 -22.1 -17.1 -11.1 -4.0 3.8 12.3 21.4 30.9 40.4 48.1 53.6 56.3 -55.8 97.2

-616.7 -648.8 -673.8 -691.6 -702.1 -705.3 -701.3 -690.2 -672.3 -647.8 -610.2 -559.1 -522.3 -491.6 -462.0 -439.3 -432.7 -415.0 -387.3 -357.1 -324.7 -290.6 -255.1 -218.8 -182.0 -145.2 -108.9 -73.4 -32.2 6.1 36.0 52.8 -705.3 53.6

428.7 390.1 351.8 314.4 278.4 244.4 212.6 183.5 157.3 134.4 89.2 46.4 -28.9 -101.1 -67.0 -29.5 -24.0 -15.2 -27.5 -35.2 -38.3 -36.8 -30.8 -20.6 -6.5 11.3 32.4 56.3 56.9 7.7 -26.5 -60.1 -137.6 467.3

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

APPROVED

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

35.3 6.4 -18.6 -39.6 -56.5 -69.2 -77.8 -82.1 -82.3 -78.6 -71.3 -64.5 -60.2 -57.0 -51.3 -47.1 -46.2 -46.7 -45.1 -41.2 -35.2 -27.3 -17.6 -6.4 6.1 19.6 34.1 49.2 64.3 76.6 85.4 89.7 -88.9 154.8

REVISION

-72.2 -13.1 38.0 81.0 115.6 141.6 159.0 167.9 168.3 160.6 145.8 131.8 123.0 116.6 104.9 96.3 94.4 95.4 92.2 84.3 72.0 55.8 36.0 13.2 -12.4 -40.1 -69.7 -100.5 -131.5 -156.5 -174.5 -183.3 -316.4 181.8

DATE

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

BY

-64.7 -68.1 -70.7 -72.6 -73.7 -74.1 -73.6 -72.5 -70.6 -68.0 -64.1 -58.7 -54.8 -51.6 -48.5 -46.1 -45.4 -43.6 -40.7 -37.5 -34.1 -30.5 -26.8 -23.0 -19.1 -15.2 -11.4 -7.7 -3.4 0.6 3.8 5.5 -74.1 5.6

-137.0 -81.3 -89.3 -112.2 -130.2 -143.3 -151.4 -154.6 -152.9 -146.6 -135.4 -123.2 -115.0 -108.6 -99.8 -93.2 -91.6 -90.3 -85.8 -78.7 -69.3 -57.8 -44.4 -29.4 -31.5 -55.4 -81.1 -108.2 -134.9 -155.9 -170.7 -177.7 -354.2 116.2

CHECKED

105.6 96.1 86.6 77.4 68.6 60.2 52.4 45.2 38.7 33.1 22.0 11.4 -7.1 -24.9 -16.5 -7.3 -5.9 -3.7 -6.8 -8.7 -9.4 -9.1 -7.6 -5.1 -1.6 2.8 8.0 13.9 14.0 1.9 -6.5 -14.8 -33.9 115.1

APPROVED

0.662 0.393 0.432 0.542 0.629 0.692 0.731 0.747 0.739 0.708 0.654 0.595 0.556 0.525 0.482 0.450 0.442 0.436 0.414 0.380 0.335 0.279 0.215 0.142 0.152 0.268 0.392 0.523 0.652 0.753 0.825 0.859 0.079 1.711

0.765 0.696 0.628 0.561 0.497 0.436 0.379 0.327 0.281 0.240 0.159 0.083 0.052 0.180 0.120 0.053 0.043 0.027 0.049 0.063 0.068 0.066 0.055 0.037 0.012 0.020 0.058 0.100 0.101 0.014 0.047 0.107 0.012 0.834

Sheet 4 of 5

PROJECT NO.

4219112

PHASE/CTR ACTIVITY PROJECT SUBJECT

NRPOD Tapti Expansion Project TCPP Deck Ring Stiffener Design

FILE OF 5

SHEET

5

FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17 REVISION

DATE

BY

CHECKED

A

Mar-05

TCS

TW

APPROVED

REVISION

DATE

BY

CHECKED

100

2000

80

1500

60

1000

40

500

20

0

0

-500

-20

-1000

-40

-1500

-60

-2000

Bending Moment Diagram 500 400

APPROVED

Axial Force Diagram 1.800 1.600 1.400

300

1.200

200

1.000

100

0.800 0.600

0 0.400 -100 -200

0.200 0.000

Combined Shear Max UC

Shear Force Diagram

Unity Check Diagram

Sheet 5 of 5

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